Test 2021-06-24-13-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214586
DEA: 081H7704
EFIS: 0817000132
DIST-CO-RTE-PM08-SBD-215-4.5/5.8
Work DescriptionINSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL.
Location DescriptionSAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING
Sample Information
Sample Taken Date6/24/2021 Sample Unique Key13
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing6/28/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 No LAS
The quantity of what the sample constitutes2 Bags Of Combined Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt - Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0391A-21
The fabricator/manufacturer/facility nameAll American Asphalt - Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number105927 A detailed description of where the material sample was collectedBelt Cut at All American Corona
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-06-24-13
DIME Test ID: 2021-06-24-13-7
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2021-07-06
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 07/02/2021
Percentage of fractured, coarse, 2 faced particles tested:100 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/06/2021